HomeMy WebLinkAbout20170361 Ver 1_Carteret 63 Permit Package_FINAL rev_20170329Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project No. 17BP.2.R.71: County Carteret
Bridge No. 63 over Hadnot Creek WBS Element Number 17BP.2.R.71
This project is subject to the Low Impact Bridge Process as agreed to on October 6,
2009. This project meets the documentation requirements and approval procedures
under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project
meets the standards of NCDOT's Minimum Criteria Rules.
Date: March 22. 2017
Applicant Name: North Carolina Deoartment of Transoortation
Applicant Address: P.O. Box 1584
Greenville, NC 27835
Primary Contact for Project: Hon F. Yeunq, PE
Phone No.: 252-439-2827
Is this an after-the-fact application:_Yes x No
River Basin: White Oak
Stream Classification: SA. HQW
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3— Maintenance
State: General Water Quality Certification #3687 and/or Buffer Authorization
Local: None
Project Description — State project 17BP.2.R.71 involves the replacement of an existing 52 ft. timber
bridge. The replacement structure will be a 1@ 55' and 1@30' core slab bridge, providing a 27.53' clear
deck width. The roadway grade of the new structure will be approximately the same as the existing
structure. There will be no direct discharge into the stream (deck drains on the bridge). The existing
bridge has two bents in the stream, while the proposed bridge only has one bent in the stream bank. All
existing stormwater drainage patterns will be maintained. The storm drainage system picking up the
bridge deck drainage will be outleted outside of the CAMA Buffer onto a dissipater pad, in a proposed
ditch on the southwest quadrant of the bridge. The existing ditches on the northwest, southwest, and
southeast quadrants were tied into proposed ditches due to widening of the proposed roadway footprint
filling in the existing ditches. All three of these ditches were ditched to the stream, just as the existing
ditches were.
Signature: �G� ' /�%/
Print Name: Hon F. Yeunq. PE
Title: Proiect Enaineer
Low/Minimal Impact
TIP NO
Stream
Existing Structure
Proposed Structure
Stream
Wetlands
DWQ Buffers Impacts (SF
fer Applicaton Required ('
� Stortnwater Pertnit Req
T&E
Moratorium
Trout Waters
Location
Comments
Classification
SIN
Type
Size
Type
Size
Suff. Rating
Type
Non 404 Impacts (AC)
Habitat
Species Present
Bio Conclusion
Type
Trout Species Present
Trout Conditions (Y/N)
WRC Reviewer
Essential Fish Habita
Nav. Openir
USCG Permit
TVA Area
FEMA Buyout
FEMA Flood St�
USTs Haz Mats
Completed by:
Lead
Division
Data Sheet
776P.2.R.71
17BP.2.R.71
Officer
SA; HQW
20-23
perennial/inland
20'x2'
Bridge
52'
37.65
Bridge
85' x 30'
0'
N/A
No Habitat
No Effect
None
N/A
N/A
Canoe
No
No
No
Na
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E N G I N E E R I N G &
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Figure 1 -
Project Vicinity
REPLACE BRIDGE NO. 63
OVER HADNOT CREEK
ON SR 1104 (OLD CHURCH RD.)
CARTERET COUNTY
MARCH 2O17
0 250 500 1,000
Feet
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Soil Legend '��� {�, • �� J°'"'
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'�,�- Goldsboro Loamy i=ine Sand, 0-c �o ��ope� : �;� � � , ' '� • �'�. �' ' .
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Map Location Soil Map Figure 2
CRAVEN REPLACE BRIDGE NO. 63 OVER HADNOT CREEK �= F�C7�Tff C,�
JONES ON SR 1104 (OLD CHURCH RD.), CARTERET COUNN Y ,�.4��a ,/� ���r�
WBS NO. 17BP.2.R.71 ��,h f'�
� Carteret County Soil Survey, 1987
f * f � '•f YJr
ONSLOW CARTERET Sheet 10 �� � �-. ;_
t� �
� � ���:
MARCH 2O17 � �,�� ��
0 75 150 300 '�F ��'
Feet �`'�+r Tx�.�S4
�
CARTERET 63 LIBR APPLICATION
SR Il04 (OLD CHURCH RDJ,OVER NADNOT CREEK
52'LONG TIMBER BRIDGETO BE REPLACED
WlTH AN 85' LONG X 30' WIDE CORED SLAB BRIDGE
SWANSBORO USGS OUAD MAP
WNITE OAK RIVER BASIN
WBS ELEMENT NUMBER 178P.2.R.71
--,� �—Wi+�--
_ — — — — � �
O
TONY G. MCNEILL
DB 1142 PG 325
188J5 ACRES
"� �/ 30 FT CAMA BUF
w�
WETLAND IMPACTS = 17/5 SqFt. �
- -
---- -- --------- E}L-D C,4{�RCH
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���� HU�PHRIES �
w4 DB 502, PG 416
WETLAND IMPACTS = 2790 SqFt. 174.13 ACRES
>�>s� ����s WETLAND 1MPACTS
iOTAL STREAM /MPACTS:O LINEAR FEET
iOTAL WETLAND IMPACT5:4,555 Sq.Ft.
s�
O
TERRY L.FRANTZ
793 OLD CHURCH RD
DB 1014 PG l99
.56 ACRE ,
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WETLNJD IMPACTS = 0 SqFf.
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DB 778,PG m3l
81.90 ACRES
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WETULYD IMPACiS = 50 SqFt.
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
an Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
W 1 13+00 TO 14+55 DITCH 0.039 0.039
W 3 14+96 TO 15+21 FILL 0.001
W4 12+65 TO 14+44 DITCH 0.064 0.064
TOTALS*: 0.001 0.103 0.103
`Rounded totals are sum of actual impacts
NOTES:
zois os os
F���� y,,.�,���, North Carolina Department of Transportation
S lU!-1�ilLY'iITPT.
..
, .... Highway Stormwater Program .�.
STORMWATER MANAGEMENT PLAN _
(Version 2.06; Released June 2016) FOR NCDOT PROJECTS
WBS Element: 176P.2.R.71 TIP No.: SF-150063 County(ies): Carteret Page 1 of 1
General Project Information
WBS Element: 17BP.2.R.71 TIP Number: SF-150063 Project T pe: Brid e Replacement Date:
NCDOT Contact: Jay B. Johnston Contractor / Designer: Wetherill En ineerin
Address: 105 Pactolus Hwy. (NC 33) Address: 1223 Jones Franklin Road
PO Box 1587 Raleigh, NC 27606
Greenville, NC 27835
P hone: 252-469-2800 P hone: 919-851-8077
Email: 'b'ohnston ncdot. ov Emaii: mharvey wetherillen .com
Cit ITown: Count ies : Carteret
River Basin(s): White Oak CAMA County? Yes
Wetlands within Project Limits? Yes
Pro'ect Description
Project Length (lin. miles or feet): 09 miles Surrounding Land Use: Rural Residential
Proposed Pro'ect Existin Site
Pro'ect Built-Upon Area ac.) 0,3 ac. 0.2 ac.
Typical Cross Section Description: Two 10 foot Travel Lanes with 4 foot grassed shoulders on each side Two 10 foot Travel Lanes with 3 foot grassed shoulders on each side
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: N/A - Subre ional Tier Year: N/A Existin : 220 Year: 220
General Project Narrative: The purpose of the project is to replace Bridge No. 63 on SR 1104 over Hadnot Creek in Carteret County. The existing bridge is 52.0 feet long. The replacement structure will be
(Description of Minimization of Water a 1@ 55' and 1@ 30' long bridge, providing a 27.83' clear deck width. The roadway grade of the new structure will be approximately the same as the existing structure. There
Quality Impacts) will be no direct discharge into the stream (deck drains on the bridge). The existing bridge had two bents in the stream, while the proposed bridge only has one bent in the
stream bank. All existing stormwater drainage patterns were maintained on the project to the fullest extent. The storm drainage system picking up the bridge deck drainage will
be outleted outside of the CAMA Buffer onto a dissipator pad, in a proposed ditch on the southwest quadrant of the bridge. The existing ditches on the northwest, southwest, and
southeast quadrants were tied into prposed ditches due to widening of the proposed roadway footprint filling in the existing ditches. All three of these ditches were ditched to the
stream, just as the existing ditches were.
Waterbod Information
Surface Water Bod (1 : Hadnot Creek NCDWR Stream Index No.: 20-23
NCDWR Surface Water Classification for Water Body Primary Classification: Class SA
Su lemental Classification: Hi h Qualit Waters HQW
Other Stream Classification: None
Im airments: None
A uatic T&E S ecies? No Comments:
NRTR Stream ID: N/A Buffer Rules in Effect: Other
Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)